JP2008127245A - Substrate conditioning material - Google Patents

Substrate conditioning material Download PDF

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JP2008127245A
JP2008127245A JP2006314775A JP2006314775A JP2008127245A JP 2008127245 A JP2008127245 A JP 2008127245A JP 2006314775 A JP2006314775 A JP 2006314775A JP 2006314775 A JP2006314775 A JP 2006314775A JP 2008127245 A JP2008127245 A JP 2008127245A
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water
surface area
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specific surface
blaine specific
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JP4827188B2 (en
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Toshiyuki Saeki
俊之 佐伯
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Taiheiyo Materials Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a substrate conditioning material which can suppress blisters and pinholes formed by a gas floated up from open pores of the base on the surface of a corrosion resistant lining, a surface coating or the like, provide good coating workability even at a low temperature of about 5°C without increasing a working load and provide high early strength, when a corrosion resistant lining, a surface coating or the like is applied to the base having open pores on the surface of a concrete structure or the like. <P>SOLUTION: The substrate conditioning material is composed of the following (A) and (B). (A) is inorganic particles with Blaine specific surface area of 2,500-12,000 cm<SP>2</SP>/g which contain particles substantially inert to water and an alumina cement. (B) is an organic admixture containing a water reducing agent and/or a thickener and a polymer, or the organic admixture and water. <P>COPYRIGHT: (C)2008,JPO&INPIT

Description

本発明は、主にコンクリート系構造物に表面塗装等を行う際に、コンクリート下地と表面塗装物等との間に介在させて表面塗装物等の塗装状態を調整するための素地調整材に関する。   TECHNICAL FIELD The present invention relates to a base material adjusting material for adjusting a coating state of a surface coating material or the like by interposing it between a concrete base and a surface coating material or the like when surface coating or the like is mainly performed on a concrete structure.

コンクリートは、打設後に内部から表面に浮き出た気泡や、乾燥による水分散逸等により、硬化体表面に微小な開口気孔(ピンホール)が生じ易い。コンクリート系構造物に、例えば防食ライニングや表面塗装等を行う際、下地のコンクリート表面にピンホールが存在すると、ピンホール内に施工物が徐徐に流れ込むと共にピンホール内の気体が上昇するため、塗装物表面に局所的な膨れが発生したり、当該気体が塗装物を貫通するとその部分がピンホールとして塗装物表面に残る。このため、下地コンクリートの上に左官工法により表面調整材を塗り付け施工し、ピンホールを埋め、表面を平滑にして、防食ライニングや表面塗装を行う。しかし、従来の素地調整材では、1回の塗り付け施工で平滑性のある表面が得難いため、これを何度も塗り重ね、膨れた部分があればそれを鏝押さえするなどし乍ら、塗装物の表面状態を整えていくような非常に手間と時間がかかる方法が行われてきた。このような表面調整材として、エポキシ系のパテ材が使用されてきたが、塗り付け施工性が悪く、しかも高価である。また、ポルトランドセメントやアルミナセメントを使用したポリマーセメントモルタルはコンクリート下地に対して仕上げ材の施工状態を向上させる代表的な下地調整剤として知られているが(例えば、特許文献1〜3参照。)、ポリマーセメントモルタル単独ではピンホールや膨れの抑制用の素地調整材としては適していない。このため、ポリマーセメントモルタルと樹脂プライマーを併用して素地調整材に使用することも試みられており、例えば、エポキシ系ポリマーセメントモルタルと水溶性エポキシ樹脂プライマーを組み合わせた素地調整材が知られている。(例えば、特許文献4〜5参照。)この種の素地調整材は、樹脂プライマーとポリマーセメントモルタルを交互に塗り重ねるため、施工作業工程が増えて手間がかかる。また、このような材料を素地調整材として、例えば5℃前後の低温で施工しようとすると、パテ材やエポキシ樹脂プライマーは変形し難い塊の状態となって施工性が極度に低下し、ポリマーセメントモルタルはコンシステンシーが変動して塗り付け施工性が低下する。冬季などの寒冷環境下でも容易に施工使用できるピンホールや膨れ抑制用の素地調整材は知られていない。
特開2000−185957号公報 特開平4−132648号公報 特開2005−343763号公報 特開平7−197670号公報 特開平10−176424号公報
Concrete has a tendency to generate minute open pores (pinholes) on the surface of the hardened body due to bubbles floating on the surface from the inside after placement, water dispersion due to drying, and the like. For example, when a concrete structure is subjected to anticorrosion lining, surface coating, etc., if pinholes exist on the surface of the underlying concrete, the construction will gradually flow into the pinholes and the gas in the pinholes will rise. When local swelling occurs on the surface of the object or the gas penetrates the object to be coated, the portion remains on the surface of the object as a pinhole. For this reason, a surface conditioning material is applied on the base concrete by a plastering method, the pinhole is filled, the surface is smoothed, and anticorrosion lining and surface coating are performed. However, with a conventional substrate preparation material, it is difficult to obtain a smooth surface with a single application, so this is repeated many times, and if there is a swollen part, it can be applied to the surface. A very time-consuming and time-consuming method for adjusting the surface condition of an object has been performed. Epoxy-based putty materials have been used as such surface conditioning materials, but the coating workability is poor and expensive. In addition, polymer cement mortar using Portland cement or alumina cement is known as a typical substrate conditioner that improves the construction state of the finishing material with respect to the concrete substrate (see, for example, Patent Documents 1 to 3). However, polymer cement mortar alone is not suitable as a base material for suppressing pinholes and swelling. For this reason, it is also attempted to use a polymer cement mortar and a resin primer in combination with a substrate preparation material. For example, a substrate preparation material that combines an epoxy polymer cement mortar and a water-soluble epoxy resin primer is known. . (For example, refer to Patent Documents 4 to 5.) Since this type of base material is alternately coated with a resin primer and a polymer cement mortar, the construction work process is increased, which takes time. Moreover, when trying to construct such a material as a substrate preparation material at a low temperature of around 5 ° C., for example, the putty material and the epoxy resin primer are in a hard-to-deform lump state, and the workability is extremely reduced, and polymer cement The consistency of mortar decreases due to fluctuations in consistency. There are no known pinholes that can be easily used even in cold environments such as winter, and base material for suppressing swelling.
JP 2000-185957 A JP-A-4-132648 JP 2005-343663 A JP-A-7-197670 Japanese Patent Laid-Open No. 10-176424

本発明は、例えばコンクリート構造物などのピンホールが存在する下地に、防食ライニングや表面塗装等を施工するに際し、防食ライニングや表面塗装物表面に膨れやピンホールが発生するのを抑制することができ、しかも施工作業負荷が増すこともなく、例えば5℃前後の低温でも塗り付け施工性の良い、また高い付着強度発現性を有する素地調整材の提供を課題とする。   The present invention suppresses the occurrence of swelling and pinholes on the surface of an anticorrosion lining or surface coating when applying an anticorrosion lining or surface coating to a ground such as a concrete structure where pinholes exist. An object of the present invention is to provide a base material that does not increase the construction work load, has good application workability even at a low temperature of, for example, about 5 ° C., and has high adhesion strength.

本発明者は、前記課題解決のため鋭意検討を重ねた結果、特定のブレーン比表面積からなる無機粒子と有機系混和剤からなるアルミナセメント系組成物をピンホールが存在する下地に素地調整材として施工すると、該素地調整材が下地ピンホール内に簡単且つ速やかに入り込み、下地ピンホール中の気体と容易に置換し、また置換された気体は下地と素地調整材の界面や素地調整材中に滞留せずに素地調整材中を迅速に通過してその表面で容易に破泡し、さらに破泡箇所は周囲の素地調整材により直ぐに修復されるという自己平滑性が見られ、その結果気体の通過や破泡の痕跡が窪みや開口気孔として素地調整表面に殆ど残らないという知見を得、しかも該素地調整材の施工は、繁雑で時間がかかるような工程は必要とせず、また5℃前後の低温でも塗り付け施工性に優れていたことから本発明を完成させた。   As a result of intensive studies for solving the above problems, the present inventor used an alumina cement-based composition composed of inorganic particles having a specific Blaine specific surface area and an organic admixture as a base material on which a pinhole exists. When applied, the base material enters the base pinhole easily and quickly, and easily replaces the gas in the base pinhole, and the replaced gas enters the interface between the base and base material and the base material. There is a self-smoothness that quickly passes through the base material without stagnation and breaks up easily on the surface, and the bubble breakage is immediately repaired by the surrounding base material, resulting in gas Acquired knowledge that traces of passing and foam breakage hardly remain on the substrate surface as dents and open pores, and the substrate preparation material does not require complicated and time-consuming processes, and is around 5 ° C. of Also the present invention has been completed from the fact that was excellent in workability smeared with warm.

即ち、本発明は、以下の(1)〜(4)で表す素地調整材である。(1)次の(A)及び(B)からなる素地調整材。(A);水に実質不活性な粒子及びアルミナセメントを含有してなるブレーン比表面積2500〜12000cm2/gの無機粒子、(B);減水剤及び/又は増粘剤と、ポリマーとを含有してなる有機系混和剤又は該有機系混和剤と水。(2)(A)の無機粒子が、ポルトランドセメントを含有する前記(1)の素地調整材。(3)(A)の無機粒子が、ブレーン比表面積2500〜6000cm2/gの粒子含有量が88質量%以上の無機粒子である前記(1)又は(2)の素地調整材。(4)(A)の無機粒子が、ブレーン比表面積2500〜4000cm2/gの粒子を12〜30質量%含有し、且つブレーン比表面積4000〜6000cm2/gの粒子を66質量%以上含有する前記(1)〜(3)何れかの素地調整材。 That is, this invention is a base material adjusting material represented by the following (1)-(4). (1) A substrate material comprising the following (A) and (B). (A); inorganic particles having a Blaine specific surface area of 2500 to 12000 cm 2 / g containing particles substantially inert to water and alumina cement; (B); containing a water reducing agent and / or thickener and a polymer. An organic admixture or an organic admixture and water. (2) The substrate preparation material according to (1), wherein the inorganic particles of (A) contain Portland cement. (3) The substrate preparation material according to (1) or (2), wherein the inorganic particles of (A) are inorganic particles having a particle content of Blaine specific surface area of 2500 to 6000 cm 2 / g of 88% by mass or more. (4) The inorganic particles of (A) contain 12 to 30% by mass of particles having a Blaine specific surface area of 2500 to 4000 cm 2 / g, and contain 66% by mass or more of particles having a Blaine specific surface area of 4000 to 6000 cm 2 / g. The substrate preparation material according to any one of (1) to (3).

本発明によれば、コンクリート構造物のようなピンホールが存在し易い下地に防食ライニングや表面塗装等を行っても、塗装物表面にピンホールや膨れなど表面状態の劣化が殆ど生じることが無く平滑な表面を得ることができ、しかもそのための施工は、例えば常温はもとより5℃前後の低温でも容易に且つ短期に行うことができる。   According to the present invention, even when anticorrosion lining or surface coating is performed on a ground where pinholes such as concrete structures are likely to exist, surface conditions such as pinholes and blisters are hardly deteriorated on the surface of the coating. A smooth surface can be obtained, and construction for that purpose can be carried out easily and in a short period of time, for example, at room temperature as well as at a low temperature of around 5 ° C.

本発明の素地調整材を構成する無機粒子は、少なくともアルミナセメントと水に実質不活性な粒子を含む。使用するアルミナセメントは、何れのアルミナセメントであっても良いが、好ましくは良好な施工性が確保し易くなることからブレーン比表面積が2500〜6000cm2/gのアルミナセメントを使用する。アルミナセメントを使用することによって初期強度発現性が向上し工期短縮が達成される他、乾燥ひび割れや酸による浸食などの表面劣化に繋がる現象を抑制することにも寄与する。 The inorganic particles constituting the substrate preparation material of the present invention include particles substantially inert to at least alumina cement and water. The alumina cement to be used may be any alumina cement, but preferably an alumina cement having a Blaine specific surface area of 2500 to 6000 cm 2 / g because good workability is easily secured. By using alumina cement, the initial strength development is improved and the work period is shortened, and it also contributes to suppressing phenomena that lead to surface degradation such as dry cracking and acid erosion.

また、前記無機粒子に含まれる水に実質不活性な粒子とは、本発明の素地調整材の施工温度で水と全く反応しないか、僅かに反応性を示すものであってもその反応によって本発明の効果には何等影響を及ぼさない無機物質からなる粒子であれば、ブレーン比表面積が2500〜12000cm2/gの範囲の粒子とする以外は特に限定されない。具体的には、炭酸カルシウム、珪砂、その他一般のモルタルで使用されているような天然又は人工の骨材等が例示される。この中でも炭酸カルシウム及び/又は珪砂を使用するのがコスト的にも安価で、安定した品質の市販品が容易に入手でき、また製造時の混合・分散性が良好であることから好ましい。珪砂を使用する場合は、例えば8号珪砂が前記ブレーン比表面積の範囲を満たし、分級処理等を特に必要としないので好適である。尚、本発明の素地調整材の施工温度としては特に制限されないが、概ね5〜40℃が例示される。このような水に実質不活性な粒子の含有により素地調整材として塗り付け施工に適した施工性が得られ易くなり、また下地ピンホールから発生した気体が途中で滞留することなく素地調整材上から放出され易くなる。水に実質不活性な粒子の含有量は、アルミナセメント100質量部に対し、15〜57質量部が好ましい。15質量部未満では塗り付け施工性が低下し、また57質量部を超える配合量では、表面塗装時の膨れやピンホールの発生を抑制し難くなるので適当ではない。 In addition, the water substantially inert to the water contained in the inorganic particles may not react at all with water at the construction temperature of the base material of the present invention or may be slightly reactive. As long as the particles are made of an inorganic substance that does not affect the effects of the invention, there is no particular limitation except that the particles have a Blaine specific surface area of 2500 to 12000 cm 2 / g. Specific examples include natural or artificial aggregates such as those used in calcium carbonate, silica sand, and other general mortars. Among these, it is preferable to use calcium carbonate and / or silica sand because it is inexpensive in cost, a commercially available product with stable quality can be easily obtained, and mixing and dispersibility during production are good. In the case of using silica sand, for example, No. 8 silica sand satisfies the range of the Blaine specific surface area and is suitable because classification treatment or the like is not particularly required. In addition, although it does not restrict | limit especially as construction temperature of the base material of this invention, 5-40 degreeC is illustrated in general. The inclusion of such substantially inert particles in water makes it easy to obtain a workability suitable for application as a substrate preparation material, and the gas generated from the base pinhole does not stay in the middle of the substrate preparation material. It becomes easy to be released from. The content of particles substantially inert to water is preferably 15 to 57 parts by mass with respect to 100 parts by mass of the alumina cement. If it is less than 15 parts by mass, the coating workability is deteriorated, and if it exceeds 57 parts by mass, it is difficult to suppress the occurrence of swelling and pinholes during surface coating.

本発明の素地調整材を構成する無機粒子は、ブレーン比表面積が2500〜12000cm2/gであることを必須とする。ブレーン比表面積が2500cm2/g未満では、粒度が過大なため、下地ピンホール中への素地調整材の進入が円滑に行われ難くなり、また素地調整材の表面平滑性に関わる施工性が低下するので好ましくない。ブレーン比表面積が12000cm2/gを超えると塗り付け施工に適した施工性が得らず、また下地ピンホール中の気体と素地調整材との置換がスムーズに進み難くなり、さらには残留気体が浮上し難くなるので好ましくない。好ましくは、本発明の素地調整材を構成する無機粒子はブレーン比表面積が2500〜12000cm2/gであって、ブレーン比表面積2500〜6000cm2/gの粒子含有量が88質量%以上のものが膨れやピンホールの発生をより一層抑制することができる。より好ましくは、ブレーン比表面積が2500〜12000cm2/gであって、ブレーン比表面積2500〜4000cm2/gの粒子含有量が12〜30質量%且つブレーン比表面積4000〜6000cm2/gの粒子含有量が66質量%以上の無機粒子とする。このようなブレーン比表面積の粒子含有率とすることで、下地ピンホール中の気体と素地調整材との置換がよりスムーズに進み、膨れやピンホールの発生を一層抑制できることができることに加え、さらに塗り付け施工性も向上する。 It is essential that the inorganic particles constituting the substrate-adjusting material of the present invention have a Blaine specific surface area of 2500 to 12000 cm 2 / g. When the Blaine specific surface area is less than 2500 cm 2 / g, the particle size is excessive, so that it is difficult for the base material to enter the base pinhole smoothly, and the workability related to the surface smoothness of the base material is reduced. This is not preferable. When the specific surface area of the branes exceeds 12000 cm 2 / g, workability suitable for application is not obtained, replacement of the gas in the base pinhole with the base material becomes difficult to proceed, and residual gas is further removed. Since it becomes difficult to surface, it is not preferable. Preferably, the inorganic particles constituting the surface preparation material of the present invention is a Blaine specific surface area of 2500~12000cm 2 / g, particle content of Blaine specific surface area 2500~6000cm 2 / g is not less than 88 wt% The occurrence of swelling and pinholes can be further suppressed. More preferably, the particle content of the Blaine specific surface area is 2500 to 12000 cm 2 / g, the Blane specific surface area is 2500 to 4000 cm 2 / g, the particle content is 12 to 30% by mass, and the Blaine specific surface area is 4000 to 6000 cm 2 / g. The amount of inorganic particles is 66% by mass or more. By setting the particle content of such Blaine specific surface area, the replacement of the gas in the base pinhole and the base material adjuster more smoothly, in addition to being able to further suppress the occurrence of swelling and pinholes, The painting workability is also improved.

本発明の素地調整材を構成する無機粒子は、本発明の効果を喪失させない範囲で前記水に実質不活性な粒子以外のブレーン比表面積が2500〜12000cm2/gの無機粒子を含有するものでも良い。具体的には何れも該ブレーン比表面積の範囲内の高炉スラグなどの各種スラグや鉱滓、シリカフューム、フライアッシュ、メタカオリン、ポルトランドセメント、石膏等を例示することができる。この中でもポルトランドセメントを含有すると、硬化促進の点から好ましい。ポルトランドセメントは何れの種類のものでも良く、例えば普通、早強、超早強、中庸熱等のポルトランドセメントを挙げることができる。ポルトランドセメントを含有する場合の含有量は、アルミナセメント100質量部に対し、6〜21質量部が好ましい。6質量部未満では含有効果が殆ど得られない。また21質量部を超える含有量では、表面塗装時の膨れやピンホールの発生を抑制し難くなるので適当ではない。また、メタカオリンを含有すると特に塗り付け施工に適したものが得られやすくなるので好ましい。メタカオリンを含有する場合の含有量はポルトランドセメント100質量部に対し、2〜15質量部が好ましい。2質量部未満では含有効果が殆ど得られない。また、15質量部を超える含有量では施工性が低下することがある。 The inorganic particles constituting the substrate-adjusting material of the present invention may contain inorganic particles having a Blaine specific surface area of 2500 to 12000 cm 2 / g other than the particles substantially inactive to the water as long as the effects of the present invention are not lost. good. Specifically, various slags such as blast furnace slag within the range of the Blaine specific surface area, ore, silica fume, fly ash, metakaolin, Portland cement, gypsum and the like can be exemplified. Among these, inclusion of Portland cement is preferable from the viewpoint of acceleration of curing. Any type of Portland cement may be used, and examples thereof include normal, early strength, ultra-early strength, and moderate heat. As for content in the case of containing Portland cement, 6-21 mass parts is preferable with respect to 100 mass parts of alumina cement. If the amount is less than 6 parts by mass, the inclusion effect is hardly obtained. On the other hand, if the content exceeds 21 parts by mass, it is difficult to suppress the occurrence of swelling and pinholes during surface coating, which is not appropriate. Further, it is preferable to contain metakaolin because it is easy to obtain a product particularly suitable for application. The content in the case of containing metakaolin is preferably 2 to 15 parts by mass with respect to 100 parts by mass of Portland cement. If it is less than 2 parts by mass, almost no inclusion effect is obtained. Moreover, workability may fall in content exceeding 15 mass parts.

また、本発明の素地調整材は、前記の無機粒子に加えて、減水剤及び/又は増粘剤と、ポリマーとを含有してなる有機系混和剤又は該有機系混和剤からなる。減水剤と増粘剤は何れか一方の使用であっても、併用しても良い。好ましくは減水剤を使用する。減水剤はモルタル又はコンクリートで使用できるものなら何れのものでも良く、単に減水剤と称されているものの他、例えば高性能減水剤、AE減水剤、高性能AE減水剤、流動化剤、分散剤と称されるものを用いることができる。成分的には、ナフタレンスルホン酸系、メラミンスルホン酸系、リグニンスルホン酸系又はポリカルボン酸系等を有効成分とするものを例示することができる。この中でもナフタレンスルホン酸系減水剤が好ましい。減水剤の含有により塗り付け施工に適した施工性が得られると共に、素地調整材のコンクリート下地ピンホールへの進入を容易にし、また素地調整材に気体通過や破泡による痕跡が残り難くなる。減水剤を単独使用する場合の含有量は、アルミナセメント100質量部に対し、1〜2.3質量部が好ましい。1質量部未満では可使時間が短くなり過ぎて施工作業性に制約を受けるので適当ではない。また2.3質量部を超えると硬化遅延を起こすことがあるので適当ではない。   Moreover, the substrate conditioner of the present invention comprises an organic admixture containing a water reducing agent and / or a thickener and a polymer in addition to the inorganic particles, or the organic admixture. The water reducing agent and the thickener may be used either alone or in combination. Preferably a water reducing agent is used. The water reducing agent may be any material that can be used in mortar or concrete. For example, a high water reducing agent, an AE water reducing agent, a high performance AE water reducing agent, a fluidizing agent, and a dispersing agent may be used. What is called can be used. Examples of the component include those having naphthalene sulfonic acid, melamine sulfonic acid, lignin sulfonic acid, or polycarboxylic acid as active ingredients. Of these, naphthalenesulfonic acid-based water reducing agents are preferred. By including the water reducing agent, workability suitable for the application work can be obtained, and the base material can easily enter the concrete base pinhole, and traces due to gas passage and bubble breakage hardly remain on the base material. As for content in the case of using a water reducing agent independently, 1-2.3 mass parts is preferable with respect to 100 mass parts of alumina cements. If the amount is less than 1 part by mass, the pot life is too short and the workability is limited. On the other hand, if the amount exceeds 2.3 parts by mass, the curing may be delayed.

また、本発明の素地調整材に使用する増粘剤は、モルタルやコンクリートに使用できるものであれば特に限定されず、例えば各種セルロース系増粘剤を挙げることができる。増粘剤の含有により塗り付け施工に適した施工性が得られると共に、施工物の付着力向上に寄与する。増粘剤を単独使用する場合の含有量は、アルミナセメント100質量部に対し、0.15〜0.5質量部が好ましい。0.15質量部未満では施工すると表層部に脆弱層が形成され易くなることがある。また0.5質量部を超えると粘性が過度に上昇し、施工性が低下することがあるので適当ではない。尚、有機系混和剤に減水剤と増粘剤を併用含有する場合は、減水剤の含有量はその単独使用する場合の前記好適含有量とし、増粘剤はその単独使用する場合の前記好適含有量の概ね半分程度とすることが推奨されるが、この推奨値に限定されるものではない。   Moreover, the thickener used for the base material of this invention will not be specifically limited if it can be used for mortar and concrete, For example, various cellulose type thickeners can be mentioned. Containing workability suitable for painting work is obtained by the inclusion of the thickener, and contributes to improving the adhesion of the work. As for content in the case of using a thickener independently, 0.15-0.5 mass part is preferable with respect to 100 mass parts of alumina cements. When the construction is less than 0.15 parts by mass, a fragile layer may be easily formed on the surface layer part. On the other hand, when the amount exceeds 0.5 parts by mass, the viscosity is excessively increased, and workability may be deteriorated. When the organic admixture contains a water reducing agent and a thickener in combination, the content of the water reducing agent is the preferred content when used alone, and the thickener is the preferred when used alone. Although it is recommended that the content is approximately half of the content, it is not limited to this recommended value.

また、有機系混和剤に含有されるポリマーは、モルタルやコンクリートに使用できるものなら特に制限されない。このようなポリマーとしては、例えばJIS A 6203に規定されるポリマーディスパージョン、JIS A 6203に規定される再乳化粉末樹脂などが使用できる。具体的にはポリマーディスパージョンとして、エポキシ樹脂、ポリアクリル酸エステル、スチレンブタジエン又はエチレン酢酸ビニル等を有効成分とするものが例示され、再乳化粉末樹脂として、ポリアクリル酸エステル、スチレンアクリル共重合体、エチレン酢酸ビニル、酢酸ビニル/バーサチック酸ビニルエステル、酢酸ビニル/バーサチック酸ビニル/アクリル酸エステル等を有効成分とする粉末樹脂を例示することができる。ポリマーを含有することによって、素地調整材中の水分散逸を抑制すると共に、下地コンクリートとの付着力を向上するという作用が働く。ポリマーの含有量は、アルミナセメント100質量部に対し、固型分換算で2〜20質量部が好ましい。2質量部未満では含有効果が殆ど見られず、また20質量部を超えるとコンシステンシーが小さくなり過ぎて施工作業性が低下し、膨れや窪み等が残存し易くなり、さらにひび割れも発生することがあるので適当ではない。   The polymer contained in the organic admixture is not particularly limited as long as it can be used for mortar and concrete. As such a polymer, for example, a polymer dispersion defined in JIS A 6203, a re-emulsified powder resin defined in JIS A 6203, or the like can be used. Specific examples of the polymer dispersion include an epoxy resin, polyacrylic acid ester, styrene butadiene, ethylene vinyl acetate, or the like as an active ingredient, and the re-emulsified powder resin includes a polyacrylic acid ester or a styrene acrylic copolymer. Examples thereof include powder resins containing ethylene vinyl acetate, vinyl acetate / vinyl versatate, vinyl acetate / vinyl versatate / acrylic acid ester, and the like as active ingredients. By containing a polymer, the action of suppressing water dispersion in the substrate conditioner and improving the adhesion to the ground concrete works. The content of the polymer is preferably 2 to 20 parts by mass in terms of solid content with respect to 100 parts by mass of the alumina cement. If it is less than 2 parts by mass, the inclusion effect is hardly seen, and if it exceeds 20 parts by mass, the consistency becomes too small and the workability is lowered, swelling and dents are likely to remain, and cracks are also generated. Because there is, it is not appropriate.

また、本発明の素地調整材に使用する有機系混和剤は、前記の減水剤及びポリマー以外の有機系混和剤を、本発明の効果を喪失させない範囲で含むものであっても良い。このような混和剤として例えば、何れもモルタルやコンクリートに使用可能な、保水剤、消泡剤、収縮低減材等を挙げることができる。   Moreover, the organic admixture used for the substrate preparation material of the present invention may contain an organic admixture other than the water reducing agent and polymer as long as the effects of the present invention are not lost. Examples of such admixtures include water retention agents, antifoaming agents, shrinkage reducing materials and the like, all of which can be used for mortar and concrete.

また、本発明の素地調整材は水を含むものでも良く、特に再乳化粉末樹脂を使用する場合は、これを再乳化するために水を添加する必要がある。水を添加する場合の量は、アルミナセメント100質量部に対し、概ね30〜115質量部が望ましい。30質量部未満では再乳化粉末樹脂を使用した場合は施工性が低下することがあるので適当ではなく、また115質量部を超えると下地コンクリートへの付着強度低下や表面平滑性が得難くなるので適当ではない。   In addition, the substrate preparation material of the present invention may contain water. In particular, when a re-emulsified powder resin is used, it is necessary to add water in order to re-emulsify it. The amount of water added is preferably about 30 to 115 parts by mass with respect to 100 parts by mass of alumina cement. If the re-emulsified powder resin is used if it is less than 30 parts by mass, the workability may be deteriorated, so it is not appropriate, and if it exceeds 115 parts by mass, it is difficult to obtain a decrease in adhesion strength to the concrete surface and surface smoothness. Not appropriate.

また、本発明の素地調整材の製造方法は特に限定されず、一般的なセメント系モルタルと概ね同様の方法で製造できる。一例を示すと、市販のモルタルミキサーに前記のような無機粒子及び有機系混和剤、さらに必要に応じて水を、一括投入して混練すれば良い。また、本発明の素地調整材の下地コンクリートへの施工方法は、塗り付け施工が適するが、これに限定されるものではなく他の施工方法で施工しても良い。   Moreover, the manufacturing method of the base material of this invention is not specifically limited, It can manufacture with the method substantially the same as general cementitious mortar. For example, inorganic particles and organic admixture as described above may be added to a commercially available mortar mixer, and water may be added as needed, and kneaded. Moreover, although the construction method to the base concrete of the base material adjustment material of this invention is suitable, it is not limited to this, You may construct with another construction method.

以下、実施例により本発明を具体的に詳しく説明するが、本発明はここで表す実施例に限定されるものではない。   EXAMPLES Hereinafter, the present invention will be described in detail with reference to examples, but the present invention is not limited to the examples shown here.

<素地調整材の作製>次に表すC〜H2から選定される材料と水(添加水;水道水を使用)を、表1に表した配合量となるよう混合容器に投入し、温度約20℃湿度80%の環境下でハンドミキサを用い、回転数1000rpmにて1分間混練し、素地調整材(本発明品1〜13、参考品21〜26)を作製した。   <Preparation of substrate preparation material> Materials and water selected from C to H2 shown below and water (added water; using tap water) are put into a mixing container so as to have the blending amount shown in Table 1, and the temperature is about 20 Using a hand mixer in an environment of 80 ° C. and humidity of 80%, the mixture was kneaded for 1 minute at a rotation speed of 1000 rpm to prepare a base material (Invention product 1-13, Reference product 21-26).

C;アルミナセメント(ブレーン比表面積5130cm2/g、太平洋マテリアル株式会社製)
D1;炭酸カルシウム粉末(ブレーン比表面積3000cm2/gに粉砕調整、日立寒水石株式会社製)
D2;8号珪砂(ブレーン比表面積2800cm2/g)
D3;7号珪砂(ブレーン比表面積<2500cm2/g、最大粒径0.3mm)
E1;ブレーン比表面積4000cm2/gの高炉スラグ粉末。
E2;ブレーン比表面積8000cm2/gの高炉スラグ粉末
E3;フライアッシュ(ブレーン比表面積4800cm2/g)
E4;シリカフューム(ブレーン比表面積20m2/g)
E5;普通ポルトランドセメント(ブレーン比表面積3290cm2/g、太平洋セメント株式会社製)
E6;メタカオリン(ブレーン比表面積10500cm2/g)
F;ナフタレンスルフォン酸系高性能減水剤(商品名「マイティ100」、花王株式会社製)
G;ヒドロキシプロピルメチルセルロース(商品名「90SH−4000」、信越化学工業株式会社製)
H1;水性エポキシ樹脂エマルジョン(商品名「NCL−UC−A」、ナガセケムテック株式会社製)
H2;アクリルスチレン系再乳化粉末樹脂(商品名「TITAN8100」、日本エヌエスシー株式会社製)
C: Alumina cement (Brain specific surface area 5130 cm 2 / g, manufactured by Taiheiyo Materials Co., Ltd.)
D1: Calcium carbonate powder (adjusted to a Blaine specific surface area of 3000 cm 2 / g, adjusted by Hitachi Kansui Stone Co., Ltd.)
D2: No. 8 silica sand (Blaine specific surface area 2800 cm 2 / g)
D3: No. 7 silica sand (Brain specific surface area <2500 cm 2 / g, maximum particle size 0.3 mm)
E1: Blast furnace slag powder having a brain specific surface area of 4000 cm 2 / g.
E2: Blast furnace slag powder with a specific surface area of 8000 cm 2 / g E3; Fly ash (specific surface area of 4800 cm 2 / g)
E4: Silica fume (Blaine specific surface area 20 m 2 / g)
E5: Normal Portland cement (Blaine specific surface area 3290 cm 2 / g, Taiheiyo Cement Co., Ltd.)
E6: Metakaolin (Blaine specific surface area 10500 cm 2 / g)
F: Naphthalene sulfonic acid-based high-performance water reducing agent (trade name “Mighty 100”, manufactured by Kao Corporation)
G: Hydroxypropyl methylcellulose (trade name “90SH-4000”, manufactured by Shin-Etsu Chemical Co., Ltd.)
H1: Water-based epoxy resin emulsion (trade name “NCL-UC-A”, manufactured by Nagase Chemtech Co., Ltd.)
H2: Acrylic styrene-based re-emulsified powder resin (trade name “TITAN8100”, manufactured by NSC Japan)

Figure 2008127245
Figure 2008127245

作製した素地調整材について、以下の評価・試験を行った。その結果を表2に纏めて表す。   The following evaluation / test was performed on the prepared base material. The results are summarized in Table 2.

<常温での塗り付け施工性の評価>40×100×8cmのコンクリート平板を、8×100cmの一面を底面にして地面に垂直に設置した。温度20℃に調整した屋内で、設置した該平板のピンホールが肉眼観察により約50個存在することが確認された40×100cmの一面に、前記の素地調整材を金ゴテで押し広げて塗り付けた。5分未満で抵抗無く該面の全面に素地調整材を施工でき、且つ施工後の金ゴテに素地調整材が実質付着残存していなかったものを塗り付け施工性「良好」と判断し、それ以外の状況となったものを塗り付け施工性「不良」と判断した。   <Evaluation of Application Workability at Normal Temperature> A 40 × 100 × 8 cm concrete flat plate was placed vertically on the ground with one surface of 8 × 100 cm as the bottom surface. In a room adjusted to a temperature of 20 ° C., apply the above-mentioned substrate preparation material with a gold trowel on one side of 40 × 100 cm, which was confirmed to have about 50 pinholes on the flat plate installed by visual observation. I attached. It was judged that the substrate preparation material could be applied to the entire surface of the surface without resistance in less than 5 minutes, and that the substrate preparation material did not substantially adhere to the gold trowel after application was judged to be “good”. Those that were not in the situation were judged to be “bad”.

<低温での塗り付け施工性の評価>40×100×8cmのコンクリート平板を、8×100cmの一面を底面にして地面に垂直に設置した。温度5℃に調整した屋内で、設置した該平板のピンホールが肉眼観察により約50個存在することが確認された40×100cmの一面に、前記の素地調整材を金ゴテで押し広げて塗り付けた。5分未満で抵抗無く該面の全面に素地調整材を施工でき、且つ施工後の金ゴテに素地調整材が実質付着残存していなかったものを塗り付け施工性「良好」と判断し、それ以外の状況となったものを塗り付け施工性「不良」と判断した。   <Evaluation of low-temperature coating workability> A 40 × 100 × 8 cm concrete flat plate was placed vertically on the ground with one surface of 8 × 100 cm as the bottom. In a room adjusted to a temperature of 5 ° C., apply the above-mentioned substrate preparation material with a gold trowel on one side of 40 × 100 cm, which was confirmed to have about 50 pinholes on the flat plate installed by visual observation. I attached. It was judged that the substrate preparation material could be applied to the entire surface of the surface without resistance in less than 5 minutes, and that the substrate preparation material did not substantially adhere to the gold trowel after application was judged to be “good”. Those that were not in the situation were judged to be “bad”.

<施工物表面状態の評価>前記各温度での素地調整材の施工で、塗り付け施工完了直後に表面の膨れの個数を肉眼と触手で調べ、さらに同様の温度下で60分経過させた施工物表面のピンホールの発生個数を肉眼でそれぞれ調べた。その結果も表2に表す。   <Evaluation of the surface state of the construction> Construction of the base material at each temperature described above, the number of surface bulges was examined with the naked eye and tentacles immediately after the completion of painting, and the construction was further allowed to elapse for 60 minutes at the same temperature. The number of pinholes on the surface of the object was examined with the naked eye. The results are also shown in Table 2.

<付着強度試験>温度5℃及び20℃、湿度が何れも80%に保った室内で、30×30×6cmのコンクリート平板の30×30cmの一面に、作製した素地調整材を金ゴテで押し広げて塗り付けた。これを塗り付け時と同じ温度で湿度を60%に変えた室内に、塗り付け面を上面として水平に設置し、養生を行った。材齢2日及び4日の養生した塗り付け面に対し、建研式接着力試験機を用い、4×4cm鋼鉄製アタッチメントを市販のエポキシ樹脂接着剤で貼り付け、付着強度を測定した。   <Adhesion strength test> In a room where the temperature is kept at 5 ° C and 20 ° C and humidity of 80%, press the prepared substrate preparation material on a 30x30cm surface of a 30x30x6cm flat concrete plate with a gold trowel. Spread and paint. This was placed horizontally in a room where the humidity was changed to 60% at the same temperature as when it was applied, and curing was carried out. A 4 × 4 cm steel attachment was affixed with a commercially available epoxy resin adhesive to the coated surface cured at 2 days and 4 days of age using a Kenken-type adhesive strength tester, and the adhesion strength was measured.

Figure 2008127245
Figure 2008127245

表2より、本発明の素地調整材は5℃及び20℃での塗り付け施工性が共に良く、また、早期付着強度も高く、本発明から外れた参考品と比べ、膨れやピンホールの発生が著しく低いものとなったことがわかる。   From Table 2, the substrate preparation material of the present invention has good coating workability at 5 ° C. and 20 ° C., and also has high early adhesion strength, and bloating and pinholes are generated compared to the reference products that are out of the present invention. It can be seen that is significantly lower.

Claims (4)

次の(A)及び(B)からなる素地調整材。(A);水に実質不活性な粒子及びアルミナセメントを含有してなるブレーン比表面積2500〜12000cm2/gの無機粒子、(B);減水剤及び/又は増粘剤と、ポリマーとを含有してなる有機系混和剤又は該有機系混和剤と水。 A substrate material comprising the following (A) and (B). (A); inorganic particles having a Blaine specific surface area of 2500 to 12000 cm 2 / g containing particles substantially inert to water and alumina cement; (B); containing a water reducing agent and / or thickener and a polymer. An organic admixture or an organic admixture and water. (A)の無機粒子が、ポルトランドセメントを含有する請求項1記載の素地調整材。 The base material of Claim 1 in which the inorganic particle of (A) contains Portland cement. (A)の無機粒子が、ブレーン比表面積2500〜6000cm2/gの無機粒子を88質量%以上含有する請求項1又は2記載の素地調整材。 The substrate preparation material according to claim 1 or 2, wherein the inorganic particles (A) contain 88% by mass or more of inorganic particles having a brain specific surface area of 2500 to 6000 cm 2 / g. (A)の無機粒子が、ブレーン比表面積2500〜4000cm2/gの粒子を12〜30質量%含有し、且つブレーン比表面積4000〜6000cm2/gの粒子を66質量%以上含有する請求項1〜3何れか記載の素地調整材。 The inorganic particles (A) contain 12 to 30% by mass of particles having a Blaine specific surface area of 2500 to 4000 cm 2 / g, and contain 66% by mass or more of particles having a Blaine specific surface area of 4000 to 6000 cm 2 / g. The substrate conditioner according to any one of? 3.
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JP2002114551A (en) * 2000-10-03 2002-04-16 Asahi Kasei Corp Cement modifier and resin mortar composition
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JP2006103986A (en) * 2004-09-30 2006-04-20 Taiheiyo Material Kk Cement-based surface covering material
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Publication number Priority date Publication date Assignee Title
JP2019038730A (en) * 2017-08-29 2019-03-14 昭和電工建材株式会社 Surface preparation material

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